1020 39TH ST 2026-01-06 - Laserfiche WebLink

igIFORTEIM MEMBER REPORT PASSED FLOOR,Floor: Drop Beam 1 piece(s)51/2"x 16"24F-V8 DF Glulam Overall LencKh:2T 10" + 0 0 o V All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 4804 @ 2" 7796(3.50") Passed(62%) — 1.0 D+1.0 L(Alt Spans) Member Type:Drop Beam Shear(Its) 4485 @ 20'8 112"' 15547 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Use: 018 Building Code: :IBC IBC 2018 Pos Moment(Ft-lbs) 25585 @ 10'11 13/16" 45147 Passed(57%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology.ASO Neg Moment(Ft-Ibs) -6971 @ 22'2 1/4" 46933 Passed(15%) 1.00 1.0 D+1.0 L(All Spans) Live Load Defl.(in) 0.501 @ 11'2 1/8" 0.734 Passed(L/527) -- 1.0 D+1.0 L(Alt Spans) Total Load Den.(in) 0.656 @ II'1 5/16" 1,101 Passed(L/403) — 1.D D+1.0 L(Alt Spans) •Deflection criteria:LL(1-/360)and TL(L/240). •Overhang deflection criteria:LL(2L)360)and TL(21./240).Upward deflection on right cantilever exceeds overhang deflection criteria. •Allowed moment does not reflect the adjustment for the beam stability factor. •Critical positive moment adjusted by a volume factor of 0.96 that was calculated using length L=21'7 9116". •Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=7'1 1/8". • Upward deflection on right cantilever exceeds 0.4. •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live I Total Aceessorim 1-Plate on concrete-HF 3.50" 3.50" 2.16" 1227 3SWI-232 48�042/- Blocking 2-Column Cap-steel 3.50" 3.50" 2.13" 2040 5562 7602 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(W) 27'10"o/c Bottom Edge(W) 27'10"o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location(Side) TributinyWidth (0.90) (1A0) Commerds 0-Self Weight(PLF) 0 to 27'10" N/A 21.4 -- 1-Uniform(PSF) 0 to 27'10,crop) 8' 12.0 40.0 Floor Load Member Notes EXISTING GLB FLOOR GIRDERS Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values,Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party oertified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and M-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.cDmlwoodproducts/(Jocument-library. The product application,input design loads,dimensions and support Information have been provided by ESG ForteWEB Software Operator Sob Notes 3/17/2022 2:01:49 AM UTC Ell Grassley BARBER-1 RESIDENCE Engineered Structures Global Design,PLLC ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (206)890-5949 engineer@esg-deslgn.00m Weyerhae15cr File Name: Barbed Page 1/1 --.